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3/27/2017 , Design Maps Summary Report <br /> US GS Design Maps Summary Report Z�� <br /> A <br /> User-Specified Input <br /> Report Title Waste Management <br /> Mon March 27,2017 21:04:46 UTC <br /> Building Code Reference Document ASCE 7-10 Standard <br /> (which utilizes USGS hazard data available in 2008) <br /> Site Coordinates 38.14590N, 121.251W <br /> Site Soil Classification Site Class D — "Stiff Soil" <br /> Risk Category I/II/III <br /> i 1 <br /> r •' <br /> Y � Lac11 <br /> .r:rC <br /> `E- <br /> 4ti! <br /> USGS-Provided Output <br /> SS = 0.713 g Sn,s = 0.877 g S" = 0.585 g <br /> S1 = 0.292 g Sr,l = 0.531 g SDI = 0.354 g <br /> For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and <br /> deterministic ground motions in the direction of maximum horizontal response, please return to the application and <br /> select the"2009 NENRP" building code reference document. <br /> {iiHP.Ruspuvis L SBl'C=_.r:J,n otS:qn.Response Spectiu-n <br /> C•i J !12i_I <br /> it!a <br /> �T <br /> V - <br /> 0 Q <br /> `_, J _ <br /> �.i;l <br /> CL 1Z . <br /> a. A <br /> CG;] Q r Lw Qt'3 Q:- IF1 LK. I.W 4U] 1-�i 2rJJ 0.=:1 %i`I L_., <br /> Pent 4 r;:__:; ferias,r(scc) <br /> For PGAM, TL, CRS, and CRl values, please view the detailed report. <br /> Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the <br /> accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. r,r <br /> 14/ <br /> r <br /> https://earthquake.usgs.gov/cn 1/des i gnm aps/us/sum m ary.php?tem pl ate=minimal&I ati tude=38.1459&longi tude=-121.25&s i teclass=3&ri skcategory=0&edition=a... 1/1 <br />